Drilling Of 150 Mm Dia Dth Borewell And Its Related Work At Site Dist. Wardha , Part- I : Drilling Of 150 Mm Dia Dth Borewell & Its Related Work At Site , Drilling Work With Transportation Charges :200 / 215 Mm Dia Borewell Drilling Work In Soil & Murum Strata / Formation& In Hard Rock 150 Mm Dia (Wet Drilling) , Yield Testing Of Bore Well By Flushing & 90 0 V Notch System After Completion Of Bore Well By Air Lift Method (For Half An Hour) , 150 Mm Dia Threaded M.S Casing Pipe M.S.E.R.W. Medium Class (As Per Is : 1239)4.80 Mm Thickness With Socket , Lowering & Grouting Rate For 150 Mm Dia Threaded M.S Casing Pipe, 4.80 Mm Thickness. , Cap For 150 Mm Diathreaded M.S. Casing Pipe (As Per Is : 1239) , 180 Mm Dia Pvc Casing Pipe (6 Kg./Cm2) As Per Is : 4985-1988 , 180 Mm Dia Pvc Casing Pipe (8 Kg./Cm2) As Per Is : 4985-1988 , Lowering, Handling & Grouting Of 180 Mm Dia Pvc Casing Pipe (6 Kg/Cm2 & 8Kgcm2)(Up To 12 Mtrs) , Lowering, Handling & Grouting Of 180 Mm Dia Pvc Casing Pipe (6 Kg/Cm2 & 8Kgcm2)(Above To 12 Mtrs) , Cap For 180 Mm Diap.V.C. Casing Pipe , Part-Iidrilling Of 115 Mm Dia Dth Bore Well & Its Related Work At Site (Surface Bore/ Probe Bore) , Drilling Work With Transportation Charges: 150Mm Dia Borewell Drilling Work In Soil/Murum Strata Formation With Riming & In Hard Rock 115 Mm Diadrilling Work (Wet Drilling) , Yield Testing Of Bore Well By Flushing & 90 0 V Notch System After Completion Of Bore Well By Air Lift Method (For Half An Hour) , 125 Mm Dia Threaded M.S Casing Pipe M.S.E.R.W. Medium Class (As Per Is : 1239)4.80 Mm Thickness With Socket , Lowering And Grouting Of 125Mm Dia Threaded M.S Casing Pipe , Cap For 125 Mm Diathreaded M.S. Casing Pipe , 140 Mm Dia Pvccasing Pipe For (4 Kg /Cm2 )As Per Is : 4985-1988 , 140 Mm Dia Pvccasing Pipe(6 Kg /Cm2 )As Per Is : 4985-1988 , Lowering & Grouting Of 140 Mm Dia Pvc Casing Pipe (4 Kg /Cm2 ) , Lowering & Grouting Of 140 Mm Dia Pvc Casing Pipe For (6 Kg /Cm2 ) , Cap For 140 Mm Diap.V.C. Casing Pipe , Part -Iii : Drilling Of 115 Mm Dia In-Well Bore(In Open Well Bore) , Drilling Work (With Transportation Charges): 150 Mm Dia Borewell Drilling Work In Soil & Murum Strata / Formation& In Hard Rock 115 Mm Dia Borewell Work (Wet Drilling) , Yield Testing Of Bore Well By Flushing & 90 0 V Notch System After Completion Of Bore Well By Air Lift Method (For Half An Hour) , For Unconventional Borewell Work Of 115Mm Dia, 140 Mm Dia Pvc Casing Pipe(4 Kg /Cm. 2 )As Per Is : 4985-1988 , For Unconventional Borewell Work Of 115Mm Dia, 140 Mm Dia Pvc Casing Pipe(6 Kg /Cm. 2 )As Per Is : 4985-1988 , Lowering & Grouting Of 140 Mm Dia Pvc Casing Pipe (4 Kg /Cm2 ) , Lowering & Grouting Of 140 Mm Dia Pvc Casing Pipe (6 Kg /Cm2 ) , Cap For 140 Mm Diap.V.C. Casing Pipe , Labour Charges For Lowering And Lifting Of Machine Stand. Fordrilling Work In Well & Liftting Of Cutting Material , Lowering Bencher And Other Material From Machine And Lifting Again After Completion Of Work. Also Preparing Site For Unconventinal Borewell And Moving Bencher One Borewell Site To Other. , Part-Iv : Yield Testing Of Borewell By Power Pump , Yield Testing Of Borewell By Powerpump (With Electric Generator Or By Suitable Compressor) , Removal & Re-Installation Of Handpump From Borewell For Hydro- Facturing Of Borewell, Flusing,Special Repair Of Borewell, Yield Testing Etc. , Part-V , Rejuvenation,Redrilling,Flushingof 150/115 Mm Dia Borewell With Transportation Charges , Part-Vi : Installation Of New Hand Pump & Construction Of New Plat Form At Site , Installation Of Hand Pump India Mark – Ii / India Mark – Iii / Extra Deep Well / Vlom 50 Pump (With Lowring Of Rising Pipe & Connecting Rod) , Excavation For Platform -(2.60 Cum) , Refilling Of Dry Rubble Stone-(2.329 Cum) , C) 1:2:4 (M 150) Rccfor Platform-(1.143 Cum) , Transportation Charges (Limit Of 40 Km.) Per Hand Pump Installation And Construction Of Platform Work (Vech : Tempo / Mini Truck) , Painting Work & Installedsteel Board On New Hand Pump Size 9.5 Inches X 5.5 Inches For Indication Scheme Name, Fund Name & Year (M.P & M.L.A Etc.) , Note- Construction Of Handpump Platform Should Be As Per Unicef Specification & Design , Part-Vii : Supply Of India Mark - Ii Hand Pump Set , India Mark Ii Hand Pump Set Confirming To Is No.15500( Part-2)/2004] Complete With Accessories Along With 12 No. Of Medium Class Riser Pipes Of 32Mm Dia Nominal Bore As Per Is 1239 Part 2Nd 1992, Hot Dip Galvanized Screwed & Socketed Fitted With Socket Made Of Seamless Or Machined From Solid Bar.(Socket Fitted At One End & Thread Protector At The Other End), 12 No. Of Connecting Rod 12 Mm Dia X 3 Mtr Long Made Of Bright Bar Electro Galvanized Fitted With Hexagonal Socket, Chain, Handle, Head, Water Tank, And Third Plate With Coupler, Telescopic Stand. , Special Water Chamber Specially Design For Dual Pump Installation (Galvanized) , Stainless Steel Bottom Nipple For Dual Pump.
